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TOYOTA ACCESS ROAD over DRY CREEK

Map 

Coordinates:
+34.81667, -86.63333
34°49'00" N, 86°37'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOYOTA ACCESS ROAD over DRY CREEK
Structure number:018760
Location:.5 MILE EAST PULASKI PIKE
Purpose:Carries highway over relief for waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.4 ft. [12.0 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:200 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:52.1 tons [47.4 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$630,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 2016100.0Not deficient---200
March 2014100.0Not deficient---200
March 2012100.0Not deficient---200
March 2010100.0Not deficient---200
March 2008100.0Not deficient---200
June 2006100.0Not deficient---200
June 2004100.0Not deficient---200
June 200299.9Not deficient---500